CN117567175A - A high water-retaining organic silicone concrete external curing agent and its preparation method - Google Patents
A high water-retaining organic silicone concrete external curing agent and its preparation method Download PDFInfo
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- 239000004567 concrete Substances 0.000 title claims abstract description 109
- 238000002360 preparation method Methods 0.000 title claims abstract description 26
- 229920001296 polysiloxane Polymers 0.000 title description 28
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 86
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical compound O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 47
- 238000006460 hydrolysis reaction Methods 0.000 claims abstract description 40
- 230000007062 hydrolysis Effects 0.000 claims abstract description 31
- 239000003054 catalyst Substances 0.000 claims abstract description 28
- 239000002904 solvent Substances 0.000 claims abstract description 27
- YHWCPXVTRSHPNY-UHFFFAOYSA-N butan-1-olate;titanium(4+) Chemical compound [Ti+4].CCCC[O-].CCCC[O-].CCCC[O-].CCCC[O-] YHWCPXVTRSHPNY-UHFFFAOYSA-N 0.000 claims abstract description 24
- 239000008367 deionised water Substances 0.000 claims abstract description 24
- 229910021641 deionized water Inorganic materials 0.000 claims abstract description 24
- JJQZDUKDJDQPMQ-UHFFFAOYSA-N dimethoxy(dimethyl)silane Chemical compound CO[Si](C)(C)OC JJQZDUKDJDQPMQ-UHFFFAOYSA-N 0.000 claims abstract description 24
- BFXIKLCIZHOAAZ-UHFFFAOYSA-N methyltrimethoxysilane Chemical compound CO[Si](C)(OC)OC BFXIKLCIZHOAAZ-UHFFFAOYSA-N 0.000 claims abstract description 24
- 238000003756 stirring Methods 0.000 claims abstract description 24
- 238000006243 chemical reaction Methods 0.000 claims abstract description 22
- BPSIOYPQMFLKFR-UHFFFAOYSA-N trimethoxy-[3-(oxiran-2-ylmethoxy)propyl]silane Chemical compound CO[Si](OC)(OC)CCCOCC1CO1 BPSIOYPQMFLKFR-UHFFFAOYSA-N 0.000 claims abstract description 20
- 239000002994 raw material Substances 0.000 claims abstract description 18
- 238000010790 dilution Methods 0.000 claims abstract description 10
- 239000012895 dilution Substances 0.000 claims abstract description 10
- 239000000047 product Substances 0.000 claims abstract description 10
- 206010016807 Fluid retention Diseases 0.000 claims abstract 14
- OKKJLVBELUTLKV-UHFFFAOYSA-N Methanol Chemical compound OC OKKJLVBELUTLKV-UHFFFAOYSA-N 0.000 claims description 45
- QTBSBXVTEAMEQO-UHFFFAOYSA-N Acetic acid Chemical compound CC(O)=O QTBSBXVTEAMEQO-UHFFFAOYSA-N 0.000 claims description 35
- SWXVUIWOUIDPGS-UHFFFAOYSA-N diacetone alcohol Chemical compound CC(=O)CC(C)(C)O SWXVUIWOUIDPGS-UHFFFAOYSA-N 0.000 claims description 34
- MUBZPKHOEPUJKR-UHFFFAOYSA-N Oxalic acid Chemical compound OC(=O)C(O)=O MUBZPKHOEPUJKR-UHFFFAOYSA-N 0.000 claims description 24
- 239000000243 solution Substances 0.000 claims description 17
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 14
- 238000010907 mechanical stirring Methods 0.000 claims description 9
- 235000006408 oxalic acid Nutrition 0.000 claims description 8
- CSCPPACGZOOCGX-UHFFFAOYSA-N Acetone Chemical compound CC(C)=O CSCPPACGZOOCGX-UHFFFAOYSA-N 0.000 claims description 6
- 239000000413 hydrolysate Substances 0.000 claims 1
- HQYALQRYBUJWDH-UHFFFAOYSA-N trimethoxy(propyl)silane Chemical compound CCC[Si](OC)(OC)OC HQYALQRYBUJWDH-UHFFFAOYSA-N 0.000 abstract description 5
- 230000001680 brushing effect Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 4
- 238000005507 spraying Methods 0.000 abstract description 3
- 239000000853 adhesive Substances 0.000 abstract 1
- 230000001070 adhesive effect Effects 0.000 abstract 1
- 230000007613 environmental effect Effects 0.000 abstract 1
- 231100000956 nontoxicity Toxicity 0.000 abstract 1
- 239000012466 permeate Substances 0.000 abstract 1
- 230000000052 comparative effect Effects 0.000 description 13
- 239000000839 emulsion Substances 0.000 description 12
- 238000010521 absorption reaction Methods 0.000 description 8
- 239000003638 chemical reducing agent Substances 0.000 description 8
- 239000011148 porous material Substances 0.000 description 8
- 238000012360 testing method Methods 0.000 description 8
- -1 that is Chemical compound 0.000 description 8
- 229960000583 acetic acid Drugs 0.000 description 7
- 239000002253 acid Substances 0.000 description 6
- 239000000203 mixture Substances 0.000 description 6
- 239000004568 cement Substances 0.000 description 5
- 238000004078 waterproofing Methods 0.000 description 5
- 230000036571 hydration Effects 0.000 description 4
- 238000006703 hydration reaction Methods 0.000 description 4
- VLKZOEOYAKHREP-UHFFFAOYSA-N n-Hexane Chemical compound CCCCCC VLKZOEOYAKHREP-UHFFFAOYSA-N 0.000 description 4
- 238000013268 sustained release Methods 0.000 description 4
- 239000012730 sustained-release form Substances 0.000 description 4
- 239000004698 Polyethylene Substances 0.000 description 3
- BLRPTPMANUNPDV-UHFFFAOYSA-N Silane Chemical compound [SiH4] BLRPTPMANUNPDV-UHFFFAOYSA-N 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000005336 cracking Methods 0.000 description 3
- 238000007654 immersion Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 231100000252 nontoxic Toxicity 0.000 description 3
- 230000003000 nontoxic effect Effects 0.000 description 3
- 230000035699 permeability Effects 0.000 description 3
- 229920000573 polyethylene Polymers 0.000 description 3
- 239000012744 reinforcing agent Substances 0.000 description 3
- 229910000077 silane Inorganic materials 0.000 description 3
- 239000007921 spray Substances 0.000 description 3
- VKOMCYHZNCTOQL-UHFFFAOYSA-N 3-hydroxy-1,2,4,3lambda5,5-trioxaphosphasilolane 3-oxide Chemical class OP1(=O)OO[SiH2]O1 VKOMCYHZNCTOQL-UHFFFAOYSA-N 0.000 description 2
- RSWGJHLUYNHPMX-UHFFFAOYSA-N Abietic-Saeure Natural products C12CCC(C(C)C)=CC2=CCC2C1(C)CCCC2(C)C(O)=O RSWGJHLUYNHPMX-UHFFFAOYSA-N 0.000 description 2
- KHPCPRHQVVSZAH-HUOMCSJISA-N Rosin Natural products O(C/C=C/c1ccccc1)[C@H]1[C@H](O)[C@@H](O)[C@@H](O)[C@@H](CO)O1 KHPCPRHQVVSZAH-HUOMCSJISA-N 0.000 description 2
- 239000006087 Silane Coupling Agent Substances 0.000 description 2
- UKLDJPRMSDWDSL-UHFFFAOYSA-L [dibutyl(dodecanoyloxy)stannyl] dodecanoate Chemical compound CCCCCCCCCCCC(=O)O[Sn](CCCC)(CCCC)OC(=O)CCCCCCCCCCC UKLDJPRMSDWDSL-UHFFFAOYSA-L 0.000 description 2
- 239000002518 antifoaming agent Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 239000012975 dibutyltin dilaurate Substances 0.000 description 2
- 230000002209 hydrophobic effect Effects 0.000 description 2
- 230000005923 long-lasting effect Effects 0.000 description 2
- 239000011259 mixed solution Substances 0.000 description 2
- 229920005646 polycarboxylate Polymers 0.000 description 2
- 229920000098 polyolefin Polymers 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 239000002562 thickening agent Substances 0.000 description 2
- KHPCPRHQVVSZAH-UHFFFAOYSA-N trans-cinnamyl beta-D-glucopyranoside Natural products OC1C(O)C(O)C(CO)OC1OCC=CC1=CC=CC=C1 KHPCPRHQVVSZAH-UHFFFAOYSA-N 0.000 description 2
- CPUDPFPXCZDNGI-UHFFFAOYSA-N triethoxy(methyl)silane Chemical compound CCO[Si](C)(OCC)OCC CPUDPFPXCZDNGI-UHFFFAOYSA-N 0.000 description 2
- RTTZISZSHSCFRH-UHFFFAOYSA-N 1,3-bis(isocyanatomethyl)benzene Chemical compound O=C=NCC1=CC=CC(CN=C=O)=C1 RTTZISZSHSCFRH-UHFFFAOYSA-N 0.000 description 1
- NAXDZDJEEMAOSY-UHFFFAOYSA-N 1-[2-(2-hydroxyethoxy)ethoxy]but-3-en-2-ol Chemical compound OCCOCCOCC(O)C=C NAXDZDJEEMAOSY-UHFFFAOYSA-N 0.000 description 1
- XDTMQSROBMDMFD-UHFFFAOYSA-N Cyclohexane Chemical compound C1CCCCC1 XDTMQSROBMDMFD-UHFFFAOYSA-N 0.000 description 1
- 239000004115 Sodium Silicate Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- GSEJCLTVZPLZKY-UHFFFAOYSA-N Triethanolamine Chemical compound OCCN(CCO)CCO GSEJCLTVZPLZKY-UHFFFAOYSA-N 0.000 description 1
- ISKQADXMHQSTHK-UHFFFAOYSA-N [4-(aminomethyl)phenyl]methanamine Chemical compound NCC1=CC=C(CN)C=C1 ISKQADXMHQSTHK-UHFFFAOYSA-N 0.000 description 1
- 230000002378 acidificating effect Effects 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 150000001335 aliphatic alkanes Chemical class 0.000 description 1
- 229920013822 aminosilicone Polymers 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 239000007822 coupling agent Substances 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- HOOWDPSAHIOHCC-UHFFFAOYSA-N dialuminum tricalcium oxygen(2-) Chemical compound [O--].[O--].[O--].[O--].[O--].[O--].[Al+3].[Al+3].[Ca++].[Ca++].[Ca++] HOOWDPSAHIOHCC-UHFFFAOYSA-N 0.000 description 1
- 125000000118 dimethyl group Chemical group [H]C([H])([H])* 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- YGUFXEJWPRRAEK-UHFFFAOYSA-N dodecyl(triethoxy)silane Chemical compound CCCCCCCCCCCC[Si](OCC)(OCC)OCC YGUFXEJWPRRAEK-UHFFFAOYSA-N 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 239000003995 emulsifying agent Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 150000002148 esters Chemical class 0.000 description 1
- CWAFVXWRGIEBPL-UHFFFAOYSA-N ethoxysilane Chemical compound CCO[SiH3] CWAFVXWRGIEBPL-UHFFFAOYSA-N 0.000 description 1
- 229910001653 ettringite Inorganic materials 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000012362 glacial acetic acid Substances 0.000 description 1
- XLSMFKSTNGKWQX-UHFFFAOYSA-N hydroxyacetone Chemical compound CC(=O)CO XLSMFKSTNGKWQX-UHFFFAOYSA-N 0.000 description 1
- 239000003999 initiator Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- MSRJTTSHWYDFIU-UHFFFAOYSA-N octyltriethoxysilane Chemical compound CCCCCCCC[Si](OCC)(OCC)OCC MSRJTTSHWYDFIU-UHFFFAOYSA-N 0.000 description 1
- 229960003493 octyltriethoxysilane Drugs 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000011056 performance test Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000005871 repellent Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- SCPYDCQAZCOKTP-UHFFFAOYSA-N silanol Chemical compound [SiH3]O SCPYDCQAZCOKTP-UHFFFAOYSA-N 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 229910052911 sodium silicate Inorganic materials 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
- KSBAEPSJVUENNK-UHFFFAOYSA-L tin(ii) 2-ethylhexanoate Chemical compound [Sn+2].CCCCC(CC)C([O-])=O.CCCCC(CC)C([O-])=O KSBAEPSJVUENNK-UHFFFAOYSA-L 0.000 description 1
- NBXZNTLFQLUFES-UHFFFAOYSA-N triethoxy(propyl)silane Chemical compound CCC[Si](OCC)(OCC)OCC NBXZNTLFQLUFES-UHFFFAOYSA-N 0.000 description 1
- AAPLIUHOKVUFCC-UHFFFAOYSA-N trimethylsilanol Chemical compound C[Si](C)(C)O AAPLIUHOKVUFCC-UHFFFAOYSA-N 0.000 description 1
- 239000012856 weighed raw material Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/04—Preventing evaporation of the mixing water
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
Description
技术领域Technical field
本发明涉及一种混凝土外养护剂,具体是一种高保水型有机硅混凝土外养护剂,属于建筑材料化学添加剂技术领域。本发明还涉及所述混凝土外养护剂的制备方法,具体是一种高保水型有机硅混凝土外养护剂的制备方法。The invention relates to a concrete external curing agent, specifically a high water retention type organic silicone concrete external curing agent, and belongs to the technical field of chemical additives for building materials. The present invention also relates to a preparation method of the concrete external curing agent, specifically a preparation method of a high water retention type organic silicone concrete external curing agent.
背景技术Background technique
建筑安全一直以来都是社会关注重点,随着国内房地产及工程项目建设进程的快速发展,人们对建筑的安全性及可靠性要求逐渐提升,水泥混凝土问世以来一直是建筑工程最重要的结构材料,混凝土的强度和耐久性等性能直接影响建筑物质量。混凝土水化硬化过程中会发生体积收缩变形,同时也会引起混凝土内部拉应力大于抗拉强度,出现开裂和渗水现象,严重影响混凝土的耐久性、钢筋的稳定性和建筑的安全性。为预防混凝土开裂、渗水现象的发生,防水剂及硅烷浸渍剂的作用非常明显,防水剂中有形成胶体或其它阻塞、填充毛细孔的组分,在水泥混凝土硬化后,留在毛细孔中,切断毛细孔道路,以达到防水的目的;硅烷浸渍剂其小分子结构可穿透胶结性表面,渗透到混凝土内部与暴露在酸性或碱性环境中的空气及基底中的水分子发生化学反应,形成一斥水处理层,从而抑制水分进入到基底中。此外对于新拌混凝土,充分的养护是保证混凝土强度及较好抗渗能力的决定性因素,混凝土养护有利于水泥的充分水化,以降低混凝土的孔隙率和切断毛细孔的连续性,有实践证明,混凝土养护14天,可以大大提高其抗渗性能。新拌混凝土终凝之前,其内部水分含量对于保证水泥充分水化的是有过之而无不及的,故在混凝土终凝阶段及时涂敷养护剂进行养护,阻碍内部水分流失,可有效保证其水化程度从而保证其强度。故一种可渗透进混凝土表面毛细孔且可在混凝土表面形成一层疏水膜层的混凝土外养护剂可同时达到混凝土养护及防水抗渗两大目的,及可更有效的防治混凝土收缩开裂而引发的一系列建筑安全隐患。Construction safety has always been a focus of social attention. With the rapid development of domestic real estate and engineering project construction processes, people's requirements for the safety and reliability of buildings have gradually increased. Since the advent of cement concrete, it has been the most important structural material in construction projects. Properties such as strength and durability of concrete directly affect the quality of the building. During the hydration and hardening process of concrete, volume shrinkage and deformation will occur. At the same time, it will also cause the internal tensile stress of the concrete to be greater than the tensile strength, resulting in cracking and water seepage, which seriously affects the durability of concrete, the stability of steel bars, and the safety of the building. In order to prevent the occurrence of concrete cracking and water seepage, waterproofing agents and silane impregnating agents play a very obvious role. Waterproofing agents contain colloids or other components that block and fill capillary pores. After the cement concrete hardens, they remain in the capillary pores. Cut off capillary pores to achieve waterproofing; the small molecular structure of silane impregnating agent can penetrate the cementitious surface, penetrate into the concrete, and react chemically with air exposed to acidic or alkaline environments and water molecules in the substrate. Forms a water-repellent treatment layer to inhibit moisture from entering the substrate. In addition, for fresh concrete, adequate curing is a decisive factor in ensuring concrete strength and good impermeability. Concrete curing is conducive to the sufficient hydration of cement to reduce the porosity of concrete and cut off the continuity of capillary pores. Practice has proved , concrete curing for 14 days can greatly improve its impermeability. Before the final setting of fresh concrete, its internal moisture content is even more important to ensure that the cement is fully hydrated. Therefore, timely application of curing agent during the final setting stage of concrete can prevent the loss of internal moisture and effectively ensure its The degree of hydration ensures its strength. Therefore, an external concrete curing agent that can penetrate into the capillary pores of the concrete surface and form a hydrophobic film layer on the concrete surface can achieve the two major purposes of concrete curing and waterproofing and impermeability at the same time, and can more effectively prevent and control shrinkage and cracking of concrete. A series of building safety hazards.
相关专利文献:CN111138209A公开了一种混凝土外养护剂,该混凝土外养护剂的原料包括改性聚烯烃蜡乳液、有机乳液、硅烷偶联剂、增强剂及无机增密组分。制备的混凝土外养护剂采用了改性聚烯烃蜡乳液为主要原料且含有部分增强剂,通过蜡乳液和有机乳液的成膜作用进行保水的同时,还通过加入增强剂作为催化剂,加速混凝土中的铝酸三钙含量的水化和钙矾石的形成而起到一定的增强作用。CN105294161A公开了一种不饱和硅氧烷基磷酸酯乳液混凝土养护剂及其制备方法,该养护剂包括以下质量百分比的原料:10%~55%的不饱和硅氧烷基磷酸酯、0%~30%的不饱和酸、5%~40%的不饱和酸酯、5%~10%的乳化剂、0.1%~0.5%的催化剂、0.1%~0.5%的引发剂、1%~3%的成膜助剂、0.1%~0.5%的增稠剂、1%~3%的流平剂和0.01%~0.3%的消泡剂以及余量水;其制备方法包括:在60℃~90℃的温度条件下,在加有乳化剂和催化剂的水中分别滴加不饱和硅氧烷基磷酸酯、不饱和酸、不饱和酸酯和引发剂,三小时内滴完;在上述合成的高分子乳液中加入成膜助剂、增稠剂、流平剂和消泡剂制得养护剂成品。Relevant patent documents: CN111138209A discloses a concrete external curing agent. The raw materials of the concrete external curing agent include modified polyolefin wax emulsion, organic emulsion, silane coupling agent, reinforcing agent and inorganic densifying component. The prepared concrete external curing agent uses modified polyolefin wax emulsion as the main raw material and contains some reinforcing agents. It not only retains water through the film-forming effect of the wax emulsion and organic emulsion, but also adds reinforcing agents as catalysts to accelerate the curing of concrete. The hydration of tricalcium aluminate content and the formation of ettringite play a certain enhancing role. CN105294161A discloses an unsaturated siloxane phosphate emulsion concrete curing agent and a preparation method thereof. The curing agent includes the following mass percentage of raw materials: 10% to 55% of unsaturated siloxane phosphate, 0% to 30% unsaturated acid, 5% to 40% unsaturated acid ester, 5% to 10% emulsifier, 0.1% to 0.5% catalyst, 0.1% to 0.5% initiator, 1% to 3% Film-forming aid, 0.1% to 0.5% thickener, 1% to 3% leveling agent, 0.01% to 0.3% defoaming agent and the remainder water; the preparation method includes: at 60°C to 90°C Under the temperature condition of Film-forming aids, thickeners, leveling agents and defoaming agents are added to the emulsion to prepare the finished curing agent.
以上这些技术对于如何使混凝土外养护剂在前期一次喷涂或涂刷的情况下即可确保混凝土充分水化并且在后期起到防水抗渗作用,能有效渗透到混凝土表面并固化以堵塞填充混凝土毛细孔,并未给出具体的指导方案。The above technologies are very useful for how to make the concrete external curing agent spray or brush once in the early stage to ensure that the concrete is fully hydrated and play a waterproof and impermeable role in the later stage. It can effectively penetrate into the concrete surface and solidify to block the capillary filling of the concrete. Kong did not give specific guidance.
发明内容Contents of the invention
本发明所要解决的技术问题在于,提供一种高保水型有机硅混凝土外养护剂,它能在前期一次喷涂或涂刷的情况下即可确保混凝土充分水化并且在后期起到防水抗渗作用,该外养护剂渗透性良好,能有效渗透到混凝土表面并固化以堵塞填充混凝土毛细孔,且附着力强,耐候性好,无毒无害,环境友好。The technical problem to be solved by the present invention is to provide a high water-retaining silicone concrete external curing agent, which can ensure that the concrete is fully hydrated with one spray or brushing in the early stage and has a waterproof and anti-seepage effect in the later stage. , the external curing agent has good permeability, can effectively penetrate into the concrete surface and solidify to plug and fill the concrete capillary pores, and has strong adhesion, good weather resistance, non-toxic, harmless, and environmentally friendly.
为此,本发明所要解决的另一技术问题在于,提供一种上述高保水型有机硅混凝土外养护剂的制备方法。For this reason, another technical problem to be solved by the present invention is to provide a method for preparing the above-mentioned high water retention type organic silicone concrete external curing agent.
为解决上述技术问题,本发明采用的技术方案如下:In order to solve the above technical problems, the technical solutions adopted by the present invention are as follows:
一种高保水型有机硅混凝土外养护剂,其技术方案在于它是由下述组分及质量份数的原料制成的:50-150份甲基三甲氧基硅烷,30-80份二甲基二甲氧基硅烷,15-60份γ-(2,3-环氧丙氧)丙基三甲氧基硅烷即γ-(2,3-环氧丙氧基)丙基三甲氧基硅烷,5-10份钛酸四丁酯,30-100份溶剂,20-50份去离子水,1-5份水解催化剂;所述的溶剂为甲醇、乙醇、二丙酮醇、丙酮中的一种或几种的组合,组合时其配比是任意的;所述的水解催化剂为醋酸(即冰醋酸)、草酸中的一种或两种的组合,组合时其配比是任意的,水解催化剂具有促进硅烷偶联剂加水分解和提高硅烷醇稳定性的双重效果。The technical solution of a high water-retaining silicone concrete external curing agent is that it is made of the following components and raw materials in parts by mass: 50-150 parts of methyltrimethoxysilane, 30-80 parts of dimethyl Dimethoxysilane, 15-60 parts of γ-(2,3-epoxypropoxy)propyltrimethoxysilane, that is, γ-(2,3-epoxypropoxy)propyltrimethoxysilane, 5-10 parts of tetrabutyl titanate, 30-100 parts of solvent, 20-50 parts of deionized water, 1-5 parts of hydrolysis catalyst; the solvent is one of methanol, ethanol, diacetone alcohol, acetone or Several combinations, the proportions are arbitrary when combined; the hydrolysis catalyst is one or a combination of two of acetic acid (that is, glacial acetic acid) and oxalic acid, the proportions are arbitrary when combined, and the hydrolysis catalyst has It has the dual effect of promoting hydrolysis of silane coupling agent and improving the stability of silanol.
所述的高保水型有机硅混凝土外养护剂的制备方法包括如下工艺步骤:①按照上述质量配比,将甲基三甲氧基硅烷、二甲基二甲氧基硅烷、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷、水解催化剂及去离子水投入反应釜中,开启机械搅拌,转速为100~200r/min,常温(25℃)下进行水解反应2-4小时,得到水解产物;②然后,再在反应釜中加入溶剂进行稀释,搅拌5~10分钟,再加入钛酸四丁酯,搅拌1~3小时得到的产物为无色透明溶液,即为所述高保水型有机硅混凝土外养护剂。The preparation method of the high water-retaining silicone concrete external curing agent includes the following process steps: ① According to the above mass ratio, combine methyltrimethoxysilane, dimethyldimethoxysilane, γ-(2,3 -Glycidoxypropyltrimethoxysilane, hydrolysis catalyst and deionized water are put into the reaction kettle, mechanical stirring is started, the rotation speed is 100~200r/min, and the hydrolysis reaction is carried out at normal temperature (25℃) for 2-4 hours. Obtain a hydrolyzate; ② Then, add a solvent to the reaction kettle for dilution, stir for 5 to 10 minutes, then add tetrabutyl titanate, and stir for 1 to 3 hours. The product obtained is a colorless and transparent solution, which is the high Water-retaining silicone concrete exterior curing agent.
所述的高保水型有机硅混凝土外养护剂的使用方法,是将所述高保水型有机硅混凝土外养护剂喷涂或涂刷于混凝土表面,用量(涂刷量)可为200-220g/m2,常温(25℃)固化1~3h,形成透明、光滑疏水膜层。The method of using the high water-retaining organic silicone concrete external curing agent is to spray or brush the high water-retaining organic silicone concrete external curing agent on the concrete surface, and the dosage (painting amount) can be 200-220g/m 2. Curing at room temperature (25°C) for 1 to 3 hours to form a transparent, smooth and hydrophobic film layer.
上述技术方案中,优选的技术方案可以是:所述的高保水型有机硅混凝土外养护剂是由下述组分及质量份数的原料制成的:100份甲基三甲氧基硅烷,50份二甲基二甲氧基硅烷,50份γ-(2,3-环氧丙氧)丙基三甲氧基硅烷,10份钛酸四丁酯,50份溶剂即40份甲醇和10份二丙酮醇的组合,25份去离子水,3份水解催化剂即醋酸;所述的高保水型有机硅混凝土外养护剂的制备方法包括如下工艺步骤:①按照上述质量配比,将甲基三甲氧基硅烷、二甲基二甲氧基硅烷、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷、水解催化剂及去离子水投入反应釜中,开启机械搅拌,转速为150r/min,常温下进行水解反应2小时,得到水解产物;②然后,再在反应釜中加入溶剂即甲醇和二丙酮醇进行稀释,搅拌5分钟,再加入钛酸四丁酯,搅拌1小时得到的产物为无色透明溶液,即为所述高保水型有机硅混凝土外养护剂。Among the above technical solutions, the preferred technical solution may be: the high water retention type silicone concrete external curing agent is made of the following components and raw materials in parts by mass: 100 parts of methyltrimethoxysilane, 50 parts parts of dimethyldimethoxysilane, 50 parts of γ-(2,3-epoxypropoxy)propyltrimethoxysilane, 10 parts of tetrabutyl titanate, 50 parts of solvent, that is, 40 parts of methanol and 10 parts of dimethyl A combination of acetol, 25 parts of deionized water, and 3 parts of hydrolysis catalyst, namely acetic acid; the preparation method of the high water-retaining silicone concrete external curing agent includes the following process steps: ① According to the above mass ratio, methyl trimethoxy silane, dimethyldimethoxysilane, γ-(2,3-epoxypropoxy)propyltrimethoxysilane, hydrolysis catalyst and deionized water were put into the reaction kettle, and mechanical stirring was started at a speed of 150r/ min, perform a hydrolysis reaction at room temperature for 2 hours to obtain a hydrolyzate; ② Then, add solvents, namely methanol and diacetone alcohol, to the reaction kettle for dilution, stir for 5 minutes, then add tetrabutyl titanate, and stir for 1 hour to obtain The product is a colorless and transparent solution, which is the high water retention type silicone concrete external curing agent.
上述技术方案中,优选的技术方案还可以是实施例2、实施例3、实施例4。Among the above technical solutions, preferred technical solutions may also be Embodiment 2, Embodiment 3, and Embodiment 4.
本发明提供了一种高保水型有机硅混凝土外养护剂及其制备方法,所述外养护剂是由下述原料制成的:甲基三甲氧基硅烷、二甲基二甲氧基硅烷、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷、钛酸四丁酯、溶剂、去离子水、水解催化剂。制备方法:将甲基三甲氧基硅烷、二甲基二甲氧基硅烷、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷、水解催化剂及去离子水投入反应釜中,开启搅拌,进行水解反应,得到水解产物;再在反应釜中加入溶剂进行稀释,搅拌,再加入钛酸四丁酯,搅拌。通过对比试验,本发明在前期一次喷涂或涂刷的情况下即可确保混凝土充分水化并且在后期起到防水抗渗作用,该外养护剂渗透性良好,能有效渗透到混凝土表面并固化以堵塞填充混凝土毛细孔,且附着力强,耐候性好,无毒无害,环境友好。其性能参见本申请中的表1、表2、表3。The invention provides a high water-retaining silicone concrete external curing agent and a preparation method thereof. The external curing agent is made of the following raw materials: methyltrimethoxysilane, dimethyldimethoxysilane, γ-(2,3-glycidoxy)propyltrimethoxysilane, tetrabutyl titanate, solvent, deionized water, hydrolysis catalyst. Preparation method: Put methyltrimethoxysilane, dimethyldimethoxysilane, γ-(2,3-epoxypropoxy)propyltrimethoxysilane, hydrolysis catalyst and deionized water into the reaction kettle, Turn on the stirring, carry out the hydrolysis reaction, and obtain the hydrolyzate; then add a solvent to the reaction kettle to dilute, stir, and then add tetrabutyl titanate and stir. Through comparative tests, the present invention can ensure that the concrete is fully hydrated with one spraying or brushing in the early stage and plays a waterproof and impermeable role in the later stage. The external curing agent has good permeability and can effectively penetrate into the concrete surface and solidify to It blocks and fills concrete pores, has strong adhesion, good weather resistance, is non-toxic, harmless and environmentally friendly. For its performance, please refer to Table 1, Table 2 and Table 3 in this application.
具体实施方式Detailed ways
为使本发明的发明目的、技术方案和优点更加清楚,下面将结合实施例对本发明的技术方案进行清楚、完整的描述。显然,所描述的实施例是本发明一部分实施例,而非全部实施例。基于发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。In order to make the purpose, technical solutions and advantages of the present invention clearer, the technical solutions of the present invention will be clearly and completely described below in conjunction with the embodiments. Obviously, the described embodiments are some, but not all, of the embodiments of the present invention. Based on the embodiments in the invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of the invention.
实施例1:本发明所述的高保水型有机硅混凝土外养护剂是由下述组分及质量份数的原料制成的:100份甲基三甲氧基硅烷,50份二甲基二甲氧基硅烷,50份γ-(2,3-环氧丙氧)丙基三甲氧基硅烷,10份钛酸四丁酯,50份溶剂即40份甲醇和10份二丙酮醇的组合,25份去离子水,3份水解催化剂即醋酸;所述的高保水型有机硅混凝土外养护剂的制备方法包括如下工艺步骤:①按照上述质量配比,将甲基三甲氧基硅烷、二甲基二甲氧基硅烷、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷、水解催化剂及去离子水投入反应釜中,开启机械搅拌,转速为150r/min,常温下进行水解反应2小时,得到水解产物;②然后,再在反应釜中加入溶剂即甲醇和二丙酮醇进行稀释,搅拌5分钟,再加入钛酸四丁酯,搅拌1小时得到的产物为无色透明溶液,即为所述高保水型有机硅混凝土外养护剂。Example 1: The high water-retaining silicone concrete external curing agent of the present invention is made of the following components and mass parts of raw materials: 100 parts of methyltrimethoxysilane, 50 parts of dimethyldimethyl Oxysilane, 50 parts of γ-(2,3-epoxypropoxy)propyltrimethoxysilane, 10 parts of tetrabutyl titanate, 50 parts of solvent, a combination of 40 parts of methanol and 10 parts of diacetone alcohol, 25 parts of deionized water, and 3 parts of hydrolysis catalyst, that is, acetic acid; the preparation method of the high water-retaining silicone concrete external curing agent includes the following process steps: ① According to the above mass ratio, combine methyltrimethoxysilane, dimethyl Dimethoxysilane, γ-(2,3-glycidoxy)propyltrimethoxysilane, hydrolysis catalyst and deionized water were put into the reaction kettle, mechanical stirring was started, the rotation speed was 150r/min, and hydrolysis was carried out at room temperature. React for 2 hours to obtain the hydrolyzate; ② Then, add solvents, namely methanol and diacetone alcohol, to the reaction kettle for dilution, stir for 5 minutes, then add tetrabutyl titanate, and stir for 1 hour to obtain a colorless transparent solution. , which is the high water retention type silicone concrete external curing agent.
实施例2:本发明所述的高保水型有机硅混凝土外养护剂是由下述组分及质量份数的原料制成的:75份甲基三甲氧基硅烷,75份二甲基二甲氧基硅烷,25份γ-(2,3-环氧丙氧)丙基三甲氧基硅烷,5份钛酸四丁酯,50份溶剂即35份乙醇和15份二丙酮醇的组合,25份去离子水,2份水解催化剂即草酸;所述的高保水型有机硅混凝土外养护剂的制备方法包括如下工艺步骤:①按照上述质量配比,将甲基三甲氧基硅烷、二甲基二甲氧基硅烷、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷、水解催化剂及去离子水投入反应釜中,开启机械搅拌,转速为200r/min,常温下进行水解反应3小时,得到水解产物;②然后,再在反应釜中加入溶剂即乙醇和二丙酮醇进行稀释,搅拌10分钟,再加入钛酸四丁酯,搅拌2小时得到的产物为无色透明溶液,即为所述高保水型有机硅混凝土外养护剂。Embodiment 2: The high water-retaining silicone concrete external curing agent of the present invention is made of the following components and mass parts of raw materials: 75 parts of methyltrimethoxysilane, 75 parts of dimethyldimethyl Oxysilane, 25 parts of γ-(2,3-epoxypropoxy)propyltrimethoxysilane, 5 parts of tetrabutyl titanate, 50 parts of solvent, a combination of 35 parts of ethanol and 15 parts of diacetone alcohol, 25 2 parts of deionized water, 2 parts of hydrolysis catalyst, that is, oxalic acid; the preparation method of the high water retention type silicone concrete external curing agent includes the following process steps: ① According to the above mass ratio, combine methyltrimethoxysilane, dimethyl Dimethoxysilane, γ-(2,3-glycidoxy)propyltrimethoxysilane, hydrolysis catalyst and deionized water were put into the reaction kettle, mechanical stirring was started, the rotation speed was 200r/min, and hydrolysis was carried out at room temperature. React for 3 hours to obtain the hydrolyzate; ② Then, add solvents, namely ethanol and diacetone alcohol, to the reaction kettle for dilution, stir for 10 minutes, then add tetrabutyl titanate, and stir for 2 hours to obtain a colorless transparent solution. , which is the high water retention type silicone concrete external curing agent.
实施例3:本发明所述的高保水型有机硅混凝土外养护剂是由下述组分及质量份数的原料制成的:100份甲基三甲氧基硅烷,50份二甲基二甲氧基硅烷,25份γ-(2,3-环氧丙氧)丙基三甲氧基硅烷,8份钛酸四丁酯,70份溶剂即55份甲醇和15份二丙酮醇的组合,25份去离子水,2.5份水解催化剂即1.5份醋酸和1份草酸的组合。所述的高保水型有机硅混凝土外养护剂的制备方法包括如下工艺步骤:①按照上述质量配比,将甲基三甲氧基硅烷、二甲基二甲氧基硅烷、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷、醋酸、草酸以及去离子水投入反应釜中,开启机械搅拌,转速为180r/min,常温下进行水解反应4小时,得到水解产物;②然后,再在反应釜中加入溶剂即甲醇和二丙酮醇进行稀释,搅拌10分钟,再加入钛酸四丁酯,搅拌3小时得到的产物为无色透明溶液,即为所述高保水型有机硅混凝土外养护剂。Embodiment 3: The high water-retaining silicone concrete external curing agent of the present invention is made of the following components and mass parts of raw materials: 100 parts of methyltrimethoxysilane, 50 parts of dimethyldimethyl Oxysilane, 25 parts of γ-(2,3-epoxypropoxy)propyltrimethoxysilane, 8 parts of tetrabutyl titanate, 70 parts of solvent, a combination of 55 parts of methanol and 15 parts of diacetone alcohol, 25 parts of deionized water, 2.5 parts of hydrolysis catalyst, which is a combination of 1.5 parts of acetic acid and 1 part of oxalic acid. The preparation method of the high water-retaining silicone concrete external curing agent includes the following process steps: ① According to the above mass ratio, combine methyltrimethoxysilane, dimethyldimethoxysilane, γ-(2,3 - Glycidoxy)propyltrimethoxysilane, acetic acid, oxalic acid and deionized water were put into the reaction kettle, mechanical stirring was started, the rotation speed was 180r/min, and the hydrolysis reaction was carried out at room temperature for 4 hours to obtain the hydrolyzate; ② Then, Then add solvents, namely methanol and diacetone alcohol, to the reaction kettle for dilution, stir for 10 minutes, then add tetrabutyl titanate, and stir for 3 hours to obtain a colorless and transparent solution, which is the high water retention silicone concrete. External curing agent.
实施例4:本发明所述的高保水型有机硅混凝土外养护剂是由下述组分及质量份数的原料制成的:100份甲基三甲氧基硅烷,50份二甲基二甲氧基硅烷,25份γ-(2,3-环氧丙氧)丙基三甲氧基硅烷,8份钛酸四丁酯,50份溶剂即35份甲醇和15份二丙酮醇的组合,25份去离子水,3份水解催化剂即醋酸。所述的高保水型有机硅混凝土外养护剂的制备方法包括如下工艺步骤:①按照上述质量配比,将甲基三甲氧基硅烷、二甲基二甲氧基硅烷、γ-(2,3-环氧丙氧)丙基三甲氧基硅烷、水解催化剂及去离子水投入反应釜中,开启机械搅拌,转速为180r/min,常温下进行水解反应3小时,得到水解产物;②然后,再在反应釜中加入溶剂即甲醇和二丙酮醇进行稀释,搅拌10分钟,再加入钛酸四丁酯,搅拌3小时得到的产物为无色透明溶液,即为所述高保水型有机硅混凝土外养护剂。Embodiment 4: The high water-retaining silicone concrete external curing agent of the present invention is made of the following components and mass parts of raw materials: 100 parts of methyltrimethoxysilane, 50 parts of dimethyldimethyl Oxysilane, 25 parts of γ-(2,3-epoxypropoxy)propyltrimethoxysilane, 8 parts of tetrabutyl titanate, 50 parts of solvent, which is a combination of 35 parts of methanol and 15 parts of diacetone alcohol, 25 3 parts of deionized water and 3 parts of hydrolysis catalyst, namely acetic acid. The preparation method of the high water-retaining silicone concrete external curing agent includes the following process steps: ① According to the above mass ratio, combine methyltrimethoxysilane, dimethyldimethoxysilane, γ-(2,3 - Glycidoxypropyltrimethoxysilane, hydrolysis catalyst and deionized water are put into the reaction kettle, turn on the mechanical stirring, the rotation speed is 180r/min, and carry out the hydrolysis reaction at room temperature for 3 hours to obtain the hydrolyzate; ② Then, again Add the solvents methanol and diacetone alcohol to the reaction kettle for dilution, stir for 10 minutes, then add tetrabutyl titanate, and stir for 3 hours to obtain a colorless and transparent solution, which is the high water retention silicone concrete exterior Maintenance agent.
以下为对比试验:The following is a comparative test:
对比例1:一种混凝土外养护剂,该混凝土外养护剂的制备方法为:步骤(1):按重量百分比称取各原料;聚乙烯蜡乳液60%、纯丙乳液30%、乙烯基三乙氧基硅烷偶联剂0.02%、三乙醇胺0.02%、硅酸钠3%、自来水6.96%。步骤2:将称取的各原料放在强制式混合机内混合均匀,即得混凝土外养护剂。所述聚乙烯蜡乳液选用聚乙烯蜡水乳液,其粒径为150~200nm。Comparative Example 1: A concrete external curing agent. The preparation method of the concrete external curing agent is: Step (1): Weigh each raw material according to weight percentage; 60% polyethylene wax emulsion, 30% pure acrylic emulsion, vinyl triethylene glycol emulsion Ethoxysilane coupling agent 0.02%, triethanolamine 0.02%, sodium silicate 3%, tap water 6.96%. Step 2: Place the weighed raw materials in a forced mixer and mix them evenly to obtain the concrete external curing agent. The polyethylene wax emulsion is a polyethylene wax water emulsion with a particle size of 150 to 200 nm.
对比例2:采用CN112624656A所公开的一种加强型有机无机复合混凝土外养护剂及其制备方法中的实施例1所制备的加强型有机无机复合混凝土外养护剂。Comparative Example 2: A reinforced organic-inorganic composite concrete external curing agent prepared in Example 1 of the reinforced organic-inorganic composite concrete external curing agent and its preparation method disclosed in CN112624656A.
对比例3(防水产品Z-6341):硅烷浸渍剂。组成:烷基烷氧基硅烷(甲基三乙氧基硅烷、丙基三乙氧基硅烷、辛基三乙氧基硅烷和十二烷基三乙氧基硅烷中的任意一种,选用甲基三乙氧基硅烷)和烷基硅醇(三甲基硅醇)、乙醇、水。对比例3为市售商品。Comparative Example 3 (waterproof product Z-6341): silane impregnating agent. Composition: Alkylalkoxysilane (any one of methyltriethoxysilane, propyltriethoxysilane, octyltriethoxysilane and dodecyltriethoxysilane, choose methyl Triethoxysilane) and alkylsilanol (trimethylsilanol), ethanol, water. Comparative Example 3 is a commercially available product.
对比例4(防水产品YF-203):防水剂。组成:烷烃类溶剂(正己烷、环己烷,选用正己烷)、氨基硅油、有机锡催化剂(二丁基锡二月桂酸酯、辛酸亚锡、二醋酸二丁基锡其中的一种或几种的组合,组合时其配比是任意的。选用二丁基锡二月桂酸酯),间苯二甲基异氰酸酯。对比例4为市售商品。Comparative Example 4 (waterproof product YF-203): waterproofing agent. Composition: Alkane solvent (n-hexane, cyclohexane, n-hexane is selected), amino silicone oil, organotin catalyst (one or a combination of dibutyltin dilaurate, stannous octoate, dibutyltin diacetate, When combined, the proportion is arbitrary. Use dibutyltin dilaurate) and m-xylylene isocyanate. Comparative Example 4 is a commercially available product.
将本发明的实施例制备得到的混凝土外养护剂以及对比例混凝土外养护剂进行检测,参照我国交通行业标准JT/T522-2004《公路工程混凝土养护剂》对所制备的混凝士养护剂进行性能测试,测试时按规范要求混凝土拌和物坍落度为40mm±10mm,混凝土配合比见表1,(本发明的)混凝土表面养护剂涂刷量为200g/m2。本发明吸水率参考英国标准《BS1881-122:2011Testing concrete》,具体操作为:将三个六面均涂敷有机硅混凝土外养护剂试件(100mm×100mm)放置在烘箱中105℃±5℃干燥72h±2后,置于干燥器中冷却24h±0.5h,冷却后立即称重并记录每个试样的质量,将每个试样完全浸入混凝土养护箱的水槽中,水面高于试件最高点25mm±5mm。将试件浸泡在水中,并于浸泡时间为30mins以及48h时将试样从水中移出,擦拭试件表面直至观察不到其表面残留自由水后,对每个试件称重并记录其质量。吸水率计算公式:吸水率(%)=(浸泡后试件质量(g)-浸泡前试件质量(g))/浸泡前试件质量(g)。The concrete external curing agent prepared in the embodiment of the present invention and the concrete external curing agent of the comparative example were tested, and the prepared concrete curing agent was tested with reference to China's transportation industry standard JT/T522-2004 "Concrete Curing Agent for Highway Engineering" During the performance test, the slump of the concrete mixture was required to be 40mm±10mm according to the specification. The concrete mix ratio is shown in Table 1. The amount of concrete surface curing agent (of the present invention) applied was 200g/m 2 . The water absorption rate of the present invention refers to the British standard "BS1881-122:2011 Testing concrete". The specific operation is: place three six-sided silicone concrete external curing agent test specimens (100mm×100mm) in an oven at 105°C ± 5°C. After drying for 72h±2, place it in a desiccator to cool for 24h±0.5h. Immediately after cooling, weigh and record the mass of each sample. Completely immerse each sample in the water tank of the concrete curing box, with the water level higher than the test piece. The highest point is 25mm±5mm. Immerse the specimen in water, remove the specimen from the water when the soaking time is 30 mins and 48 h, wipe the surface of the specimen until no residual free water is observed on the surface, weigh each specimen and record its mass. Water absorption rate calculation formula: water absorption rate (%) = (mass of the specimen after immersion (g) - mass of the specimen before immersion (g))/mass of the specimen before immersion (g).
表1外养护剂测试用混凝土配合比Table 1 Concrete mix proportions for external curing agent testing
表1中每立方米混凝土中所用材料(原料)的用量单位为Kg。每立方米混凝土中外加剂的用量为0.015Kg,即15g。表1中外加剂的质量配比为:1000g外加剂中含有255g聚羧酸高性能减水剂、80g缓释型减水剂、1g引气剂、5g保水剂、659g水的混合溶液(将以上共混搅拌均匀即可)。上述聚羧酸高性能减水剂采用CN107474196A所公开的小坍落度混凝土用聚羧酸减水剂及其制备方法中的实施例1所制备的小坍落度混凝土用聚羧酸减水剂。上述缓释型减水剂采用CN104016615A所公开的缓释型高效聚羧酸减水剂及其制备方法中的实施例1所制备的缓释型高效聚羧酸减水剂。上述引气剂采用CN106082764A所公开的一种水溶性高效混凝土松香引气剂及其制备方法中的实施例1所制备的水溶性高效混凝土松香引气剂。上述保水剂采用CN107383274A所公开的长效混凝土保水剂及其制备方法中的实施例1所制备的长效混凝土保水剂。The dosage unit of materials (raw materials) used in each cubic meter of concrete in Table 1 is Kg. The dosage of admixture per cubic meter of concrete is 0.015Kg, which is 15g. The mass ratio of admixtures in Table 1 is: 1000g of admixture contains a mixed solution of 255g polycarboxylic acid high-performance water-reducing agent, 80g sustained-release water-reducing agent, 1g air-entraining agent, 5g water-retaining agent, and 659g water (mixed solution The above can be blended and stirred evenly). The above-mentioned polycarboxylic acid high-performance water-reducing agent adopts the polycarboxylic acid water-reducing agent for small-slump concrete disclosed in CN107474196A and the polycarboxylic acid water-reducing agent for small-slump concrete prepared in Example 1 of its preparation method. . The above-mentioned sustained-release water-reducing agent adopts the sustained-release high-efficiency polycarboxylate water-reducing agent disclosed in CN104016615A and the sustained-release high-efficiency polycarboxylate water-reducing agent prepared in Example 1 of its preparation method. The above-mentioned air-entraining agent adopts a water-soluble high-efficiency concrete rosin air-entraining agent disclosed in CN106082764A and the water-soluble high-efficiency concrete rosin air-entraining agent prepared in Example 1 of its preparation method. The above-mentioned water-retaining agent adopts the long-lasting concrete water-retaining agent prepared in Example 1 of the long-lasting concrete water-retaining agent and its preparation method disclosed in CN107383274A.
表2外养护剂性能指标Table 2 Performance indicators of external curing agents
表3防水性能吸水率测试Table 3 Waterproof performance water absorption test
从试验数据可知,本发明(实施例1至实施例4)的有效保水率、28d抗压强度比明显优于对比例1、对比例2的。此外,本发明的0.5h吸水率可达对比例3防水产品,48h吸水率同样达到较高的水平(性能良好),故能有效防止基材因渗水导致的各种病害,提高建筑物的使用寿命。It can be seen from the test data that the effective water retention rate and 28d compressive strength ratio of the present invention (Example 1 to Example 4) are significantly better than those of Comparative Examples 1 and 2. In addition, the 0.5h water absorption rate of the present invention can reach the waterproof product of Comparative Example 3, and the 48h water absorption rate also reaches a high level (good performance), so it can effectively prevent various diseases caused by water seepage in the base material and improve the use of the building. life.
综上所述,本发明提供了一种高保水型有机硅混凝土外养护剂,它在前期一次喷涂或涂刷的情况下即可确保混凝土充分水化并且在后期起到防水抗渗作用,该外养护剂渗透性良好,能有效渗透到混凝土表面并固化以堵塞填充混凝土毛细孔,且附着力强,耐候性好,无毒无害,环境友好。To sum up, the present invention provides a high water-retaining silicone concrete external curing agent, which can ensure that the concrete is fully hydrated with one spraying or brushing in the early stage and has a waterproof and impermeable effect in the later stage. The external curing agent has good permeability and can effectively penetrate into the concrete surface and solidify to plug and fill the concrete capillary pores. It has strong adhesion, good weather resistance, non-toxic, harmless, and environmentally friendly.
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